Verizon-LR 981029IN-PLACE DENSITY I STING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
10/12/1998
THE BECK
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Report No.: 9828339
Project No.: 43-2333-98
Report Date
10/29/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: In-place density testing.
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
ASTM D-2922
ASTM D-3017
MOISTURE DENSITY RELATIONS:
~ '/D No.
Description
Moisture
Maximum
Density pcf
Project Requirements
Moisture Density
Light brown & light gray silty
sand w/dark gray clay balls
12.5 116.5
FIELD DENSITY TESTS
-1~3% 95%
TEST
NO
TEST LOCATION
MID MOISTURE DRY DENSITY DENSITY
No. (%) (pcP/ (% max)
8" Fire Line
135 at station 6 + 20, 3rd Lift
136 at station 6 + 30, 2nd Lift
137 at station 6 + 40, 1st Lift
138 at station 7 + 70, 3rd Lift
139 at station 7 + 80, 2nd Lift
140 at station 7 + 90, 1st Lift
141 at station 9 + 30, 3rd Lift
142 at station 9 + 40, 2nd Lift
143 at station 9 + 50, 1st Lift
144 at station 10 + 80, 3rd Lift
145 at station 10 + 90, 2nd Lift
1 12.7 114.3 98
I 12.9 114.1 98
1 12.8 113.4 97
1 13.0 113.7 98
1 12.7 114. I 98
1 13.2 113.7 98
1 12.9 113.6 98
1 12.7 113.7 98
1 12.8 114.1 98
1 12.9 114.3 98
1 13.0 114.2 98
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMI' Page I of 2
Report No.: 9828339.
TEST
~i~o
_ r6
147
148
149
M/D MOISTURE
TEST LOCATION No. (%)
at station 11 + 00, 1st Lift 1 12.6
at station 12 + 30, 3rd Lift 1 12.7
at station 12 + 40, 2nd Lift 1 12.7
at station 12 + 50, 1st Lift 1 12.6
Test results on this report meet project specification.
DRY DENSITY
(pcO
114.5
113.8
114.5
114.4
DENSITY
(% max)
98
98
98
98
Technician: Tex King
Report Distribution:
(1) The Beck Group
~'~ Gromatzky Dupree & Assoc.
3rockette Davis Drake,~nc.
~ ) The Beck Group
(1) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(I) The Beck Group
Engineering, Inc.
Eugene-Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 2 of 2
IN-PLACE DENSITY STING
Date of Service:
Client No.:
10/13/1998
THE BECK
Client: The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Services: In-place density testing.
ENGINEERll~, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report No.: 9828342
Project No.: 43-2333-98
Report Date
10/29/1998
Project:
GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
CONTRACTOR: BECK
PROJECT DATA
Laboratory Test Method: ASTM D-698
Field Test Method:
MOISTURE DENSITY RELATIONS:
'~ ~/D No. Description
1 Medium to light brown silty
sand w/some sandstone
Moisture%
Maximum
Density per
13.0 115.0
FIELD DENSITY TESTS
ASTM D-2922
ASTM D-3017
Project Requirements
Moisture Density
-1/+3% 95%
TEST
NO TEST LOCATION
M/D MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
8" Fire Line
150 at station 13 + 80.
151 at station 13 + 90.
152 at station 14 + 00
153 at station 15 + 50
154 at station 15 + 60
155 at station 15 + 70
156 at station 17 + 00
157 at station 17 + 10
158 at station 17 + 20
159 at station 18 + 00
160 at station 18 + 10
3rd Lift 1 13.4 111.7 97
2nd Lift 1 13.7 111.4 97
1st Lift 1 13.6 111.8 97
3rd Lift 1 13.3 111.6 97
2nd Lift 1 13.6 111.8 97
1st Lift 1 13.4 111.9 97
3rd Lift 1 13.5 111.4 97
2nd Lift 1 13.9 111.2 97
1st Lift 1 13.6 111.4 97
3rd Lift 1 13.3 111.9 97
2nd Lift 1 13.5 111.7 97
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page I of 2
Report No.:
9828342.
TEST
162
163
164
165
TEST LOCATION
MID MOISTURE DRY DENSITY DENSITY
No. (%) (pc0 (% max)
at station 18 + 30, 3rd Lift
Storm Sewer, Line B
at station 0 + 50, 2nd Lift
at station 0 + 70, 1st Lift
at station 2 + 60, 2nd Lift
at station 2 + 80, 1 st Lift
1 13.4 111.8 97
1 13.6 111.9 97
1 13.8 112.0 97
1 13.5 112.2 98
1 13.7 111.9 97
Test results on this report meet project specification.
Technician: Tex King
Report Distribution:
The Beck Group
. Gromatzky Dupree & Assoc.
(1) Brockette Davis Drake, Inc.
(I) The Beck Group
(I) Brockette Davis Drake, Inc.
(1) Cooper Excavation
(I) The Beck Group
~ E~ng, Inc.
Eugene Harbour
Vice President
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
07TMP Page 2 of 2
CONCRETE
COMPRL SIVE STRENGTH
ENGINF. F_RING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 10/19/1998
Client No.: THE BECK
Report No.: 9828426
Project No.: 43-2333-98
Report Date
10/29/1998
Client:
The Beck Group
Attn: Gillett Berger
1700 Pacific Ave., Suite 3800
Dallas TX 75201-4619
Project: GTE Shared Services
Coppell Road & Corporate Drive
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: BECK CONCRETE CLASS: N/A
CONCRETE SUPPLIER: TXI PLACEMENT DATE: 10/19/1998 BATCH TIME: 8:24am
PLANT: 41 TIME SAMPLED: 9:10am BY: Brian Otis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy/Mild
STRENGTH: 3000 psi ~ 28 Days TEMPERATURE (F) - AIR 58 F CONCRETE: 74 V
SLUMP: 5" TRUCKNO: 669 TICKETNO: 1162963
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pc.O: N/A
"'~'T METHOD: ASTM C- 143 PLACEMENT LOCATION:
Piers
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Pier D-6
REPORT OF TESTS ACCUMULATIVE YARDS: 20
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
t I 5.50 10/26/1998 7 101410 3590
1 2 5.50 10/26/1998 7 100370 3550
I 3 5.50 10/26/1998 7 98300 3480
Average 3540
I 4 5.50 11/16/1998 28
1 5 5.50 12/14/1998 56
FRACTURE
TYPE
Technician time:
Technician: Brian Otis
Report Distribution:
(I) The Beck Group
~x Gromatzky Dupree & ~,ssoc.
Brockette Davis Drake, Inc.
~.1) The Beck Group
See Report ~9828425
Started: Finished:
( 1 ) Brockette Davis Drake, Inc.
(1) Dalcan, Inc.
(I) The Beck Group
I-BC E~ng, Inc.
Eugene Harbour
,,~ Vice President
This report is exclusively tbr lhe use of the client indicated above a.d shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
0ILL Page I of I
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